2__CLIN_0020_DWGS_0020-1_and_0020-2_6__Assembly.pdf
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- Attached to
- TSC IIJA 8530 UNIVERSAL TEST FIXTURE
- Solicitation number
- 140R4026Q0120
About this file
This is a technical engineering drawing specification for CLIN 0020: 6-foot Column-Girder Assembly, part of the TSC IIJA 8530 Universal Test Fixture project. The document consists of two sheets containing detailed dimensional drawings, assembly instructions, and a bill of materials for a structural steel assembly.
The assembly comprises two 6-foot base columns (W 14 X 132 profile), a 6-foot girder assembly (W 24 X 103), four angle supports (L 6 X 6 X 5/16), and associated hardware including base plates, girder stiffeners, bolts, nuts, and washers. The bill of materials specifies 2 base plates (2" plate, 22" X 22"), 1 girder assembly, 4 angle supports, 4 girder stiffeners (1" plate), 2 base columns, 84 bolts (7/8" X 2 3/4" UNC A325), 84 nuts, and 168 washers. All components must meet AWS D1.1 welding standards, with all burrs and sharp edges removed. The assembly requires two coats of Sherwin Williams Steel Spec 3002 red-oxide paint or equivalent. Drawings show detailed dimensions, hole placements, welding specifications (1/4" continuous and 5/16" continuous welds), and assembly configurations across multiple orthographic views and detail sections. The drawings were drawn by dstarbuck, checked by AJENKINS, and approved on 5/7/2026, with drawing number 0020-1 and 0020-2.
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Text version
DETAIL A
SCALE 1/3
A A
B B
C C
D D
DRAWN
CHECKED
QA
MFG
APPROVED
dstarbuck
AJENKINS
5/5/2026
5/7/2026
DWG NO
0020-1
TITLE
CLIN 0020: 6-foot Column-Girder Assembly
SCALE
REV
2OF1SHEET
A
(3 .6 in
(3.670) in
6' COLUMN AND BASE
(QTY 2)
NOTES
1. REMOVE ALL BURRS AND SHARP EDGES UNLESS OTHERWISE NOTED.
2. WELD PER AWS D1.1.
3. WELD AS NEEDED UNLESS OTHERWISE SPECIFIED.
4. PAINT 2 COATS - SHERWIN WILLIAMS STEEL SPEC 3002, RED-OXIDE, OR EQUAL.
5. PROVIDE HARDWARE PER BILL OF MATERIALS.
n1.00 THRU BOTH
FLANGES THIS FACE
(2.500) in, TYP.
(2.088) in
(3 .0 in
T
Y P
(3
.0 in
(7
.0 in
(3
.0 in
6' BASE COLUMN (QTY 2)
W 14 X 132
5/16 Continuous
PROJECT
TSC IIJA 8530 UNIVERSAL TEST FIXTURE
NAME DESCRIPTION LENGTH PART NUMBER QUANTITY
Base Plate 2" Plate per dwg. 22" X 22" 1 2
Girder W 24 X 103 6' 2 1
Angle Supports L 6 X 6 X 5/16 21" 4 4
Girder Stiffner 1" Plate Per dwg. 22 1/2" x 4 1/8" 5 4
6' Base Column W 14 X 132 6' 6 2
Bolts 7/8" X 2 3/4" UNC A325 Bolts 2 3/4" 84
Nuts 7/8" UNC A325 Heavy Hex Nuts 84
Washers 7/8" Plain Washers A325 168
BILL OF MATERIALS
DETAIL A
SCALE 1 / 3
A A
B B
C C
D D
DRAWN
CHECKED
QA
MFG
APPROVED
dstarbuck
AJENKINS
5/5/2026
5/7/2026
DWG NO
0020-2
TITLE
CLIN 0020: 6-foot Column-Girder Assembly
SCALE
REV
2OF2SHEET
A
(6 .0 in
(5 .0 in
(2 .5 in
(n1.000) in THRU (3.000) in, TYP.
(21.000) in
(3.000) in (1.500) in n1.00 in THRU
(30.000) in
(41.000) in
(72.000) in
ANGLE SUPPORTS (QTY 4)
L 6 X 6 X 5/16
GIRDER ASSEMBLY (QTY 1)
NOTES
1. REMOVE ALL BURRS AND SHARP EDGES UNLESS OTHERWISE NOTED.
2. WELD PER AWS D1.1.
3. WELD AS NEEDED UNLESS OTHERWISE SPECIFIED.
4. PAINT 2 COATS - SHERWIN WILLIAMS STEEL SPEC 3002, RED-OXIDE, OR EQUAL.
5. PROVIDE HARDWARE PER BILL OF MATERIALS.
1/4 Continuous
(2.500) in (2.500) in
(3 .2 in
(3 .0 in
T
Y P
GIRDER STIFFENER
(QTY 4) 1" PLATE
(2
.5 in
(2
.5 in
(4.225) in (1.000) in
(R.500) in
BASE PLATE (QTY 2)
2" PLATE
(2.000) in
(22.000) in (2
.0 in
(3.250) in
(7.750) in
(14.250) in
(18.750) in
(4.500) in
(1 .5 in
(1 .2 in
(1
.2 in
(R.750) in, TYP.
THRU HOLE, TYP.
PROJECT
TSC IIJA 8530 UNIVERSAL TEST FIXTURE
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